HomeMy WebLinkAbout3857-915M O 300 trim 04 O 12
L/2 (TYP.)---•�
330-C-23 (560-C-3250) CONCRETE
25 'mm (10) {TYPA
---3-15M (04) CIRCULAR TIES..
SEE NOTE 9
150 mm
6•} MIN ..
CUT
NO. 2CUT N0. I
LINE
90° NO.T 2
150 mm CUT N(
6'} iW1N
DETAIL "A". (SEE NOTE 10)
SONO -TUBE. OR EQUAL. INTERIOR FORM
CUT N0. P SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS-
VERSE. PLANE: REVERSE ONE SECTION -AND TAPE BOTH SECTIONS
TOGETHER FORMING THE DEFLECTION ANGLE A.
CUT NO. 2= SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
3.14 (DO -D -) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. .
BEND THE ENDS OF -THE CUT TOGETHEW AND INSERT THE .
TUBE IN THE PIPE.
�-- INTERIOR SURFACE
OF PIPE
DETAIL "B"
TYPICAL' JOINT FOR
REINFORCED CONCRETE PIPE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
CONCRETE -COLLAR FOR RCP
.sTANaARDPLAN
METRIC
PUBLIC WORKS STANDARDSS INC.,
GREENSOOKC I
300 mm 12" HROUGH 1800 mm 72"
380 - 2
3
825 mm (330) TO
1425. mm (576)
REV. 19W.
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET i OF 2
5
SHEET 1 Of 2
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SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
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ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
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CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
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T
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525 21 130 5
680 24.• NO 5 I/4
300 MITI {I21
1450
300 mm (129
100 mm (41
N b
W R -
NEW&&
EXIST. PIPE
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N
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mm' (I8)
300 mm (12 8)
125 mm t5 }
1425 57 240 91/4
N
1500 60 250 9 1/2
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's
CD
600 mm (24.)
300 mm 021
150 mm (64
FLOW p
1950 78 300 It 3/4
2100 84 320 121/2
'
oR
0
0
730 mm {301}
450 * mm (1811)
175 mm (70)
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900 nwn {361
450.mm (18')
225 mm {91
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BASIS OF BEARINGS:
LEGAL DESCRIPTION:
FCo� pF
� 0-
1050 mm (42' 450 mm (f82)
225 mm (9')
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BEARINGS ARE BASED ON THE WESTERLY LINE OF
BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTION OF THE
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THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP
NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO
-0
• ;.:• ;:
to
�I
1200 mm (4801
450 mm (f80)
250 mm (109
�"
='
"' ;•.
1425 mm (571) 450 (I8')
250 mm (100)
• +
: ir�.
1600 mm (60'
525 mm (211
275 rnm (II•)
15M O 300. mm
1650 mm (66'
525 mm (21•)
275 mm (II•)
(•4 O 120)
1800 mm (728} 600 mm (24.
300 mm (120}
---3-15M (04) CIRCULAR TIES..
SEE NOTE 9
150 mm
6•} MIN ..
CUT
NO. 2CUT N0. I
LINE
90° NO.T 2
150 mm CUT N(
6'} iW1N
DETAIL "A". (SEE NOTE 10)
SONO -TUBE. OR EQUAL. INTERIOR FORM
CUT N0. P SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS-
VERSE. PLANE: REVERSE ONE SECTION -AND TAPE BOTH SECTIONS
TOGETHER FORMING THE DEFLECTION ANGLE A.
CUT NO. 2= SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
3.14 (DO -D -) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. .
BEND THE ENDS OF -THE CUT TOGETHEW AND INSERT THE .
TUBE IN THE PIPE.
�-- INTERIOR SURFACE
OF PIPE
DETAIL "B"
TYPICAL' JOINT FOR
REINFORCED CONCRETE PIPE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
CONCRETE -COLLAR FOR RCP
.sTANaARDPLAN
METRIC
PUBLIC WORKS STANDARDSS INC.,
GREENSOOKC I
300 mm 12" HROUGH 1800 mm 72"
380 - 2
3
825 mm (330) TO
1425. mm (576)
REV. 19W.
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET i OF 2
NOTES
1. A CONCRETE -.COLLAR .IS REQUIRED WHERE. THE CHANGE I -N .GRADE
EXCEEDS 10 PERCENT.
2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 25 mm COL. -BUT. IS LESS THAN 75 mm((34)
A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION
306-1.2.4 OF THE SSPWC.
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS EQUAL TO OR GREATER THAN 75 mm (31, BUT LESS THAN
150* mm (61). A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR
SPACE IS ' 150 mm (61 OR GREATER. A TRANSITION STRUCTURE
IS REQUIRED.
3.. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN- LINE.
4'. CONNECTOR PIPES
A. - WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A
CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER
PIPE.,`D=..DI OR D2, WHICHEVER IS GREATER.
B: WHEN DI - I S EQUAL TO OR LESS THAN Cz . JOIN INVERTS AND
WHEN DI AS GREATER THAN D2, JOIN SOFFITS.
.5. FOR PIPE -'LARGER THAN 1800 mm (721) SPECIAL COLLAR DETAILS
ARE REQUIRED.
6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER.
7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
300(40).
8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D+(2X WALL THICKNESS) + T.
9. '-REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS
GREATER THAN 525 mm (211 AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME OUTER ENDS IS 75 mien (3') OR LARGER.
CIRCULAR TIES
PIPE Dl AMETER
N0. OF
CIRCULAR TIES
525 mm* (21')
OR LESS
3
600 mm (24') .TO
750: mm (300)
3
825 mm (330) TO
1425. mm (576)
4
1500 mm (60') TO
1800 mm (720)
5
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75. mm (38). THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mm (61 O.C..
10. WHERE THE PIPE IS 525 mm (210) OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT. THE' PAPER FORM MAY BE
LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (241
OR LARGER A- REMOVABLE INTERIOR 'FORM .SHALL BE USED OR THE'
INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND
NEATLY 'POINTED.
It. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT EQUAL VALUES.' IF METRIC VALUES ARE USED. ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT -
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED
FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC0-
380-2
SHEET 201=2
CONCRETE COLLAR FOR RCP
.30 mm(12")THRO H ? "•
0UG 1800 mm 2
a
N
O O
N .-
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FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
RECORDER OF SAN BERNARDINO COUNTY, BEING
NORTH 00030'24" WEST.
STANDARDMEMIC LAN
a
E
m
'M
°
U
N
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
I
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
SHEET 1 Of 2
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SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
CD
C0
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3
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E 6
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Z a)
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
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CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
300 12 110. 4
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CIO
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o
0
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525 21 130 5
680 24.• NO 5 I/4
N
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825 33 160 6 1/4
~900
36 170 6 1/2
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N
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0
-
a
0
--
E
E
'n
\
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1275 51' 220 81/2
13,5c)
1330 54 230 9,
1425 57 240 91/4
N
1500 60 250 9 1/2
1573 63 260 t0
rn
's
CD
1729 69 280 10 3/4
1806. 72 280 1 It /
ecv
1950 78 300 It 3/4
2100 84 320 121/2
_
0
0
0
2400 96 360 14
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BASIS OF BEARINGS:
LEGAL DESCRIPTION:
L
� 0-
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BEARINGS ARE BASED ON THE WESTERLY LINE OF
BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTION OF THE
o
j
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP
NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO
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1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
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Q"'
AS SHOWN ON AMENDING MAP OF TRACT NO 13750
MERIDIAN, COUNTY OF SAN BERNARDINO.
L_
°
°1`
N
O O
N .-
I
o
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
RECORDER OF SAN BERNARDINO COUNTY, BEING
NORTH 00030'24" WEST.
STANDARDMEMIC LAN
BENCH MARK:
m
'M
0
N
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
N N
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
SHEET 1 Of 2
j
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
U.
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N
d o
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
CD
45
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
0
E 6
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
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Z a)
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
0
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CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
300 12 110. 4
0
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
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NAVD 88 - 1508.56 (FEET)
--- AAAAAAAAAA AI,
TOLL FREE '"NEM"' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
X EC0RO DRP► W //\./G
OWNER/DEVELOPER
Centex Homes
1265 Corona Pointe Court
Corona, CA 92879
Ph: (951) 279-3000
Fax: (951) 279-2100
DATE I ENGR. I CITY I DATE
01105111
SOIL ENGINEER
ALBUS-KEEFE and ASSOC., INC
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
Ph: (714) 630-1626
Fax: (714) 630-1916
C LATERAL /
CONNECTOR PIPE
10MO4.50 mm
(93 OR @4018•) OC
ROUND EDGES TO RADIUS v
OF APPROXIMATE ID OF
LATERAL. MAXIMUM
900 mm (36')- 0p
A 8 B BARS---�. ,rd,
I. MAIN LINE -�
N
O
TABLE
FOR DIMENSIONS
AND BAR SIZES
02 F
m
N
STANDARDMEMIC LAN
STATION -J
m
'M
0
STATION PT.-
OR OR
REV. i".
SHEET 1 Of 2
USE NTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
0
U.
�
B T
0
CC
a
0
(mm) (INCHES) (mm) tINCHESI
a
0
�-
-
ca
300 12 110. 4
L>
0
0
0
v
a
n
-
Y
E
370 13 110 4 1!4
450 Is 120 4 1/2
i+►
E
n
525 21 130 5
680 24.• NO 5 I/4
675 27 140 S 1/2
750 30 160 6
825 33 160 6 1/4
~900
36 170 6 1/2
975 39 [80 7
1050 42 190 71/2
v
0
-
a
0
--
E
E
'n
1125 45 200 7 3 /4
-
1200 413 210 e
1275 51' 220 81/2
13,5c)
1330 54 230 9,
1425 57 240 91/4
m
E
E
1500 60 250 9 1/2
1573 63 260 t0
1650 66 260 101/4
1729 69 280 10 3/4
1806. 72 280 1 It /
ecv
1950 78 300 It 3/4
2100 84 320 121/2
2250 90 340 13 1/4
0
p
0
0
2400 96 360 14
2350 102 400 151/2
D BARS
PLAN
D BARS
No
OUND EDGES
0 75 mm (30) R
MM,
• `-STATION
!OM (03 OR 04),
SEE NOTE 4
IOM 03
OR •4)
ELEV. ELEV.
(� STA. STA. I
15Mo450 mm (•4a8•) OC.
BOTH WAYS, TO BE USED WHEN
02 IS 1500 mm (60') OR MORE
LONGITUDINAL SECTION
D BARS
A BARS
F BARS--^ ! j
fMO450 mm OR s4 8 BARS
18•) OC I
V. R ELEV. S
�
2700 lde Oro 16 �.� 7111
-
T
2$50 114 420 16 1/2 "EE 10 15M0450 mm (040189) OC, ly
3004 120 440 17 E E E BOTH
WAYS. IS1500mm (600)
3 5 126 440 17 M h o OR MORE aL
3300 132 Oso 17 1/2 i is 0 IL MAIN LINE
3450 138 450 171/2 in 2
3600 144 460 18 " N SECTION N' -N" --N`"
PROJECTED ON M -M -N'
IOM (03
OR •4)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROF'tiKSST0�'TN6
TRANSITION STRUCTURE
STANDARDMEMIC LAN
rsut� �waxs srAr�aRns IN',
aRErhoo19 2C ,YreE
PIPE TO PIPE
340-1
REV. i".
SHEET 1 Of 2
USE NTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
Q�pFESS10y
V. A71
W o. 16 _
�wlftpl oil I&D
M %. ;_, /tt
OF CAS\F�
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN
EFFECT.
NOTES
I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. 6. SHALL
NOT EXCEED 5°45.
2. VALUES FOR A. B, C. DI AND D2 ARE SkOWN ON THE PROJECT
DRAWINGS. ELEVATION R AND ELEVATIONS ARE SHOWN WHEN
REQUIRED BY NOTE 10.
3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE.
4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615)•
GRADE 300(40). AND SHALL TERMINATE 40 mm (1 1/21 CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL
BARS SHALL BE IOM 0 450 mm (03 OR 04 O 18') OC OR LESS.
5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE.
6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS
OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT
LONGITUDINAL KEYWAY.
7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION
OF THE CONTRACTOR TO MEET RCP ENDS. USING D BARS.
LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION
OF SAME .DIAMETER AND SPACING AS SPECIFIED IN THE TABLE, BUT
ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER. • 11
8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS
OTHERWISE SHOWN ON THE PROJECT DRAWINGS.
9. WHEN THERE IS NO SPUR REQUIRED, A & B BARS SHALL BE OMITTED.
10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT
DRAWINGS. INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN
INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S
SHALL BE SHOWN ON PROJECT DRAWINGS. AND INLET PIPE SHALL
BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN
OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON
PROJECT DRAWINGS ONLY WHEN STUB IS TO BE PROVIDED IN MAIN
LINE FOR FUTURE CONSTRUCTION OF INLET PIPE.
11. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (251.
IF THE COVER EXCEEDS 7.5-m (259 A SPECIAL STRUCTURE SHALL BE
DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS.
12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES EXCEPT
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
340 - 1
SHEET2 OF 2
TRANSITION STRUCTUREMETRIC
PIPE TO PIPE
SEAL -ENGINEER CITY OF FO N TANA, CALIFORNIA
Q�OFESSIONq!AEAS
�c STORM DRAIN IMPROVEMENT PLANS
ARIC M. TORREYSO E i �+ � I I\I E E P I r% l DRAWN BY: SCALE:
No. 66068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. AS SHOWN
06-30-0s '� PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY- STAND LAN DETAILS DATE:
Exp. D.J.D. �O: JANUARY, 2006
CIVIL PREPARED Y: ARIC M. TO ON R.C.E. N0. 66068 CHECKED BY. AP 0 -_D BY- DRAWING NO.:
OF CA�-� EXP. D : 06- -06 710 DATE:14 Ir A.M.T. CM - Z
CITY ENGINEER R.C.E. 51152 DATE: 3857
R